Rankine Lecture

A Rankine Lecture é uma condecoração por conquistas em geotecnia, concedida pela Associação Britânica de Geotecnia, sendo uma das mais destacadas condecorações da área. São apresentadas desde 1961 e publicadas no periódico científico Géotechnique. Em anos pares o palestrante é britânico, e nos anos ímpares estrangeiro. Até 1972 as palestras foram apresentadas na sede do Institution of Civil Engineers, e depois no Imperial College London. Sua denominação é homenagem ao pioneiro da mecânica dos solos William John Macquorn Rankine.

Lista dos palestrantes

N Ano Palestrante Publicação Géotechnique Afiliação
1 1961 A. Casagrande "Control of seepage through foundations and abutments of dams" 11(3) 161-181 Universidade Harvard
2 1962 L. F. Cooling "Field measurements in soil mechanics" 12(2) 77-103 Building Research Establishment
3 1963 A. Mayer "Recent work in rock mechanics" 13(2) 99-118
4 1964 A. W. Skempton "Long-term stability of clay slopes" 14(2) 77-101 Imperial College London
5 1965 N. M. Newmark "Effects of earthquakes on dams and embankments" 15(2) 139-159 University of Illinois at Urbana-Champaign
6 1966 A. W. Bishop "The strength of soils as engineering materials" 16(2) 91-128 Imperial College London
7 1967 L. Bjerrum "Engineering geology of Norwegian normally-consolidated marine clays as related to settlements of buildings" 17(2) 83-117 Norwegian Geotechnical Institute
8 1968 R. Glossop "The rise of geotechnology and its influence on engineering practice" 18(2) 107-150 John Mowlem and Co., Ltd
9 1969 R. B. Peck "Advantages and limitations of the observational method in applied soil mechanics" 19(2) 171-187 Universidade de Illinois
10 1970 K. H. Roscoe "The influence of strains in soil mechanics" 20(2) 129-170 Universidade de Cambridge
11 1971 J. C. Jaeger "Friction of rocks and stability of rock slopes" 21(2) 97-134 Universidade Nacional da Austrália, Canberra
12 1972 P. W. Rowe "The relevance of soil fabric to site investigation practice" 22(2) 195-300 Universidade de Manchester
13 1973 T. W. Lambe "Predictions in soil engineering" 23(2) 151-201 Instituto de Tecnologia de Massachusetts
14 1974 R. E. Gibson "The analytical method in soil mechanics" 24(2) 115-139 King's College de Londres
15 1975 J. Kérisel "Old structures in relation to soil conditions" 25(3) 433-482 Simecsol Études
16 1976 A. C. Meigh "The Triassic rocks, with particular reference to predicted and observed performance of some major foundations" 26(3) 393-451 Soil Mechanics Limited
17 1977 V. F. B. de Mello "Reflections on design decisions of practical significance to embankment dams" 27(3) 281-354 Consultor privado, Brasil
18 1978 W. H. Ward "Ground supports for tunnels in weak rocks" 28(2) 135-170 Building Research Establishment
19 1979 H. Bolton Seed "Considerations in the earthquake-resistant design of earth and rockfill dams" 29(3) 215-262 Universidade da Califórnia em Berkeley
20 1980 A. N. Schofield "Cambridge geotechnical centrifuge operations" 30(3) 227-267 Universidade de Cambridge
21 1981 N. R. Morgenstern "Geotechnical engineering and frontier resource development" 31(3) 305-365 Universidade de Alberta
22 1982 D. J. Henkel "Geology, geomorphology and geotechnics" 32(3) 175-194 Arup
23 1983 E. Hoek "Strength of jointed rock masses" 33(3) 187-222 Golder Associates, Vancouver
24 1984 C. P. Wroth "The interpretation of in situ soil tests" 34(4) 449-488 Universidade Politécnica da Catalunha
25 1985 N. Janbu "Soil models in offshore engineering" 35(3) 241-280 Instituto Norueguês de Tecnologia
26 1986 A. D. M. Penman "On the embankment dam" 36(3) 303-347 Geotechnical Engineering Consultant, Harpenden
27 1987 R. F. Scott "Failure" 37(4) 423-466 Instituto de Tecnologia da Califórnia
28 1988 H. B. Sutherland "Uplift resistance in soils" 38(4) 493-515 Universidade de Glasgow
29 1989 H. G. Poulos "Pile behaviour - theory and application" 39(3) 365-415 Universidade de Sydney
30 1990 J. B. Burland "On the compressibility and shear strength of natural clays" 40(3) 329-378 Imperial College London
31 1991 J. K. Mitchell "Conduction phenomena: from theory to geotechnical practice" 41(3) 299-339 Universidade da Califórnia em Berkeley
32 1992 B. Simpson "Retaining structures: displacement and design" 42(4) 541-576 Arup
33 1993 K. Ishihara "Liquefaction and flow failure during earthquakes" 43(3) 351-414 Universidade de Tóquio
34 1994 P. R. Vaughan "Assumption, prediction and reality in geotechnical engineering" 44(4) 573-608 Imperial College London
35 1995 R. E. Goodman "Block theory and its application" 45(3) 383-422 Universidade da Califórnia em Berkeley
36 1996 S. F. Brown "Soil mechanics in pavement engineering" 46(3) 383-425 Universidade de Nottingham
37 1997 G. E. Blight "Interactions between the atmosphere and the Earth" 47(4) 715-766 Universidade do Witwatersrand
38 1998 D. W. Hight Soil characterisation: the importance of structure and anisotropy" Imperial College London
39 1999 S. Leroueil "Natural slopes and cuts: movement and failure mechanisms" 51(3) 197-243 Universidade da Califórnia em Berkeley, Ste-Foy, Québec
40 2000 J. H. Atkinson "Non-linear soil stiffness in routine design" 50(5) 487-507 City, University of London
41 2001 H. Brandl "Energy foundations and other thermo-active ground structures" 56(2) 81-122 Universidade Técnica de Viena
42 2002 D. M. Potts "Numerical analysis: a virtual dream or practical reality?" 53(6) 535-572 Imperial College London
43 2003 M. F. Randolph "Science and empiricism in pile foundation design" 53(10) 847-874 University of Western Australia
44 2004 N. N. Ambraseys "Engineering, seismology and soil mechanics" Imperial College London
45 2005 R. K. Rowe "Long term performance of contaminant barrier systems" 55(9) 631-678 Queen's University, Ontário, Canadá
46 2006 R. J. Mair "Tunnelling and geotechnics - new horizons" 58(9) 695-736 Universidade de Cambridge
47 2007 A. Gens "Soil-environment interactions in geotechnical engineering" 60(1) 3-74 Universidade Politécnica da Catalunha
48 2008 J. A. Charles "The engineering behaviour of fill - the use, misuse and disuse of case histories" 58(7) 541-570 Building Research Establishment
49 2009 T. D. O'Rourke "Geohazards & Large Geographically Distributed Systems" 60(7) 505-543 Universidade Cornell
50 2010 C. R. I. Clayton "Stiffness at small strain - research and practice" 61(1) 5-37 Universidade de Southampton
51 2011 S. W. Sloan "Geotechnical Stability Analysis" 63(7) 531-571 Universidade de Newcastle
52 2012 M. D. Bolton "Performance-based design in geotechnical engineering" Universidade de Cambridge
53 2013 M. Jamiolkowski "Soil Mechanics and the observational method: Challenges at the Zelazny Most copper tailings disposal facility" 64(8) 590-619 Politecnico di Torino
54 2014 G. T. Houlsby "Interactions in Offshore Foundation Design" 66(10) 791-825 Universidade Politécnica da Catalunha
55 2015 S. Lacasse "Hazard, Risk and Reliability in Geotechnical Practice" Norwegian Geotechnical Institute
56 2016 R. Jardine "Geotechnics and Energy" 70(1) 3-59 Imperial College London
57 2017 E. Alonso "Triggering and Motion of Landslides" 71(1) 3-59 Universidade Politécnica da Catalunha
58 2018 N. O'Riordan "Dynamic soil-structure interaction" Arup
59 2019 G. Gazetas "Benefits of Unconventional Seismic Foundation Design" National Technical University of Athens
60 2020 S. Jefferis Environmental Geotechnics Limited

Referências

  1. ↑ Géotechnique Rankine-lecture papers
  2. ↑ Géotechnique
  3. ↑ Professor Stephan Jefferis announced as 60th Rankine Lecturer
  4. ↑ Casagrande, A. (1961). «Control of Seepage through Foundations and Abutments of Dams*». Géotechnique. 11 (3): 161–182. doi:10.1680/geot.1961.11.3.161
  5. ↑ Cooling, L. F. (1962). «Field Measurements in Soil Mechanics». Géotechnique. 12 (2): 77–104. doi:10.1680/geot.1962.12.2.77
  6. ↑ Mayer, A. (1963). «Recent Work in Rock Mechanics». Géotechnique. 13 (2): 99–120. doi:10.1680/geot.1963.13.2.99
  7. ↑ Skempton, A. W. (1964). «Long-term stability of clay slopes». Géotechnique. 14 (2): 77–102. doi:10.1680/geot.1964.14.2.77
  8. ↑ Newmark, N. M. (1965). «Effects of Earthquakes on Dams and Embankments». Géotechnique. 15 (2): 139–160. doi:10.1680/geot.1965.15.2.139
  9. ↑ Bishop, A. W. (1966). «The Strength of Soils as Engineering Materials». Géotechnique. 16 (2): 91–130. doi:10.1680/geot.1966.16.2.91
  10. ↑ Bjerrum, L. (1967). «Engineering Geology of Norwegian Normally-Consolidated Marine Clays as Related to Settlements of Buildings». Géotechnique. 17 (2): 83–118. doi:10.1680/geot.1967.17.2.83
  11. ↑ Glossop, R. (1968). «The Rise of Geotechnology and its Influence on Engineering Practice». Géotechnique. 18 (2): 107–150. doi:10.1680/geot.1968.18.2.107
  12. ↑ Peck, R. B. (1969). «Advantages and Limitations of the Observational Method in Applied Soil Mechanics». Géotechnique. 19 (2): 171–187. doi:10.1680/geot.1969.19.2.171
  13. ↑ Roscoe, K. H. (1970). «The Influence of Strains in Soil Mechanics». Géotechnique. 20 (2): 129–170. doi:10.1680/geot.1970.20.2.129
  14. ↑ Jaeger, J. C. (1971). «Friction of Rocks and Stability of Rock Slopes». Géotechnique. 21 (2): 97–134. doi:10.1680/geot.1971.21.2.97
  15. ↑ Rowe, P. W. (1972). «The relevance of soil fabric to site investigation practice». Géotechnique. 22 (2): 195–300. doi:10.1680/geot.1972.22.2.195
  16. ↑ Lambe, T. W. (1973). «Predictions in soil engineering». Géotechnique. 23 (2): 151–202. doi:10.1680/geot.1973.23.2.151
  17. ↑ Gibson, R. E. (1974). «The analytical method in soil mechanics». Géotechnique. 24 (2): 115–140. doi:10.1680/geot.1974.24.2.115
  18. ↑ Kérisel, J. (1975). «Old structures in relation to soil conditions». Géotechnique. 25 (3): 433–483. doi:10.1680/geot.1975.25.3.433
  19. ↑ Meigh, A. C. (1976). «The Triassic rocks, with particular reference to predicted and observed performance of some major foundations». Géotechnique. 26 (3): 393–452. doi:10.1680/geot.1976.26.3.393
  20. ↑ de Mello, V. F. B. (1977). «Reflections on design decisions of practical significance to embankment dams». Géotechnique. 27 (3): 281–355. doi:10.1680/geot.1977.27.3.281
  21. ↑ Ward, W. H. (1978). «Ground supports for tunnels in weak rocks». Géotechnique. 28 (2): 135–136. doi:10.1680/geot.1978.28.2.135
  22. ↑ Bolton Seed, H. (1979). «Considerations in the earthquake-resistant design of earth and rockfill dams». Géotechnique. 29 (3): 215–263. doi:10.1680/geot.1979.29.3.215
  23. ↑ Schofield, A. N. (1980). «Cambridge Geotechnical Centrifuge Operations». Géotechnique. 30 (3): 227–268. doi:10.1680/geot.1980.30.3.227
  24. ↑ Morgenstern, N. R. (1981). «Geotechnical engineering and frontier resource development». Géotechnique. 31 (3): 305–365. doi:10.1680/geot.1981.31.3.305
  25. ↑ Henkel, D.J. (1982). «Geology, geomorphology and geotechnics». Géotechnique. 32 (3): 175–194. doi:10.1680/geot.1982.32.3.175
  26. ↑ Hoek, E. (1984). «Strength of jointed rock masses». Géotechnique. 34 (3): 187–223. doi:10.1680/geot.1983.33.3.187
  27. ↑ Wroth, C.P. (1984). «The interpretation of in situ soil tests». Géotechnique. 34 (4): 449–489. doi:10.1680/geot.1984.34.4.449
  28. ↑ Janbu, N. (1985). «Soil models in offshore engineering». Géotechnique. 35 (3): 241–281. doi:10.1680/geot.1985.35.3.241
  29. ↑ Penman, A.D.M. (1986). «On the embankment dam». Géotechnique. 36 (3): 303–348. doi:10.1680/geot.1986.36.3.303
  30. ↑ Scott, R.F. (1987). «Failure». Géotechnique. 37 (4): 423–466. doi:10.1680/geot.1987.37.4.423
  31. ↑ Sutherland, H.B. (1988). «Uplift resistance in soils». Géotechnique. 38 (4): 493–516. doi:10.1680/geot.1988.38.4.493
  32. ↑ Poulos, H. G. (1989). «Pile behaviour—theory and application». Géotechnique. 39 (3): 365–415. doi:10.1680/geot.1989.39.3.365
  33. ↑ Burland, J. B. (1990). «On the compressibility and shear strength of natural clays». Géotechnique. 40 (3): 329–378. doi:10.1680/geot.1990.40.3.329
  34. ↑ Mitchell, J. K. (1991). «Conduction phenomena: from theory to geotechnical practice». Géotechnique. 41 (3): 299–340. doi:10.1680/geot.1991.41.3.299
  35. ↑ Simpson, B. (1992). «Retaining structures: Displacement and design». Géotechnique. 42 (4): 541–576. doi:10.1680/geot.1992.42.4.541
  36. ↑ Ishihara, K. (1993). «Liquefaction and flow failure during earthquakes». Géotechnique. 43 (3): 351–451. doi:10.1680/geot.1993.43.3.351
  37. ↑ Vaughan, P.R. (1994). «Assumption, prediction and reality in geotechnical engineering». Géotechnique. 54 (5): 573–609. doi:10.1680/geot.1994.44.4.573
  38. ↑ Goodman, R. E. (1995). «Block theory and its application». Géotechnique. 45 (3): 383–423. doi:10.1680/geot.1995.45.3.383
  39. ↑ Brown, S. F. (1996). «The Rankine Lecture». Géotechnique. 46 (3): 381–382. doi:10.1680/geot.1996.46.3.381
  40. ↑ Blight, G. E. (1997). «The Rankine Lecture». Géotechnique. 47 (4): 713–767. doi:10.1680/geot.1997.47.4.713
  41. ↑ «Introduction for the 39th Rankine Lecture». Géotechnique. 51 (3). 195 páginas. 2001. doi:10.1680/geot.2001.51.3.195
  42. ↑ Leroueil, S. (2001). «Natural slopes and cuts: Movement and failure mechanisms». Géotechnique. 51 (3): 197–243. doi:10.1680/geot.2001.51.3.197
  43. ↑ «Introduction for the 40th Rankine Lecture». Géotechnique. 50 (5): 485–486. 2000. doi:10.1680/geot.2000.50.5.485
  44. ↑ Atkinson, J. H. (2000). «Non-linear soil stiffness in routine design». Géotechnique. 50 (5): 487–508. doi:10.1680/geot.2000.50.5.487
  45. ↑ «Introduction for 41st Rankine Lecture 21 March 2001». Géotechnique. 56 (2). 79 páginas. 2006. doi:10.1680/geot.2006.56.2.79
  46. ↑ Brandl, H. (2006). «Energy foundations and other thermo-active ground structures». Géotechnique. 56 (2): 81–122. doi:10.1680/geot.2006.56.2.81
  47. ↑ «Introduction for the 42nd Rankine Lecture». Géotechnique. 53 (6): 533–534. 2003. doi:10.1680/geot.2003.53.6.533
  48. ↑ Potts, D. M. (2003). «Numerical analysis: A virtual dream or practical reality?». Géotechnique. 53 (6): 535–573. doi:10.1680/geot.2003.53.6.535
  49. ↑ «Introduction for 43rd Rankine Lecture 19 March 2003». Géotechnique. 53 (10): 845–846. 2003. doi:10.1680/geot.2003.53.10.845
  50. ↑ Randolph, M. F. (2003). «Science and empiricism in pile foundation design». Géotechnique. 53 (10): 847–875. doi:10.1680/geot.2003.53.10.847
  51. ↑ «Introduction for 45th Rankine Lecture 23 March 2005». Géotechnique. 55 (9): 629–630. 2005. doi:10.1680/geot.2005.55.9.629
  52. ↑ Rowe, R. K. (2005). «Long term performance of contaminant barrier systems». Géotechnique. 55 (9): 631–678. doi:10.1680/geot.2005.55.9.631
  53. ↑ «Introduction for the 46th Rankine Lecture». Géotechnique. 58 (9): 693–694. 2008. doi:10.1680/geot.2008.58.9.693
  54. ↑ Mair, R. J. (2008). «Tunnelling and geotechnics: New horizons». Géotechnique. 58 (9): 695–736. doi:10.1680/geot.2008.58.9.695
  55. ↑ «Introduction for 47th Rankine Lecture 21 March 2007». Géotechnique. 60 (1). 1 páginas. 2010. doi:10.1680/geot.9.B.011
  56. ↑ Gens, A. (2010). «Soil-environment interactions in geotechnical engineering». Géotechnique. 60 (1): 3–74. doi:10.1680/geot.9.P.109
  57. ↑ «Introduction for 48th Rankine Lecture 19 March 2008». Géotechnique. 58 (7). 539 páginas. 2008. doi:10.1680/geot.2008.58.7.539
  58. ↑ Charles, J. A. (2008). «The engineering behaviour of fill - the use, misuse and disuse of case histories». Géotechnique. 58 (7). 541 páginas. doi:10.1680/geot.2008.58.7.541
  59. ↑ O'Rourke, Tom (2010). «Introduction for the 49th Rankine Lecture 18th March 2009». Géotechnique. 60 (7): 503–504. doi:10.1680/geot.2010.60.7.503
  60. ↑ O'Rourke, T. D. (2010). «Geohazards and large, geographically distributed systems». Géotechnique. 60 (7): 505–543. doi:10.1680/geot.2010.60.7.505
  61. ↑ «Introduction for the 50th Rankine Lecture 17 March 2010». Géotechnique. 61 (1): 3–4. 2011. doi:10.1680/geot.2011.61.1.3
  62. ↑ Clayton, C. R. I. (2011). «Stiffness at small strain - research and practice». Géotechnique. 61 (1): 5–37. doi:10.1680/geot.2011.61.1.5
  63. ↑ «Introduction for the 51st Rankine Lecture». Géotechnique. 63 (7). 530 páginas. 2011. doi:10.1680/geot.12.RL.002
  64. ↑ Sloan, S. W. (2013). «Geotechnical stability analysis». Géotechnique. 63 (7): 531–571. doi:10.1680/geot.12.RL.001. hdl:1959.13/1060002Acessível livremente
  65. ↑ Jamiolkowski, M. (2014). «Soil Mechanics and the observational method: Challenges at the Zelazny Most copper tailings disposal facility». Géotechnique. 64 (8): 590–618. doi:10.1680/geot.14.RL.002
  66. ↑ «Introduction for the 54th Rankine Lecture». Géotechnique. 66 (10): 789–790. 2016. doi:10.1680/jgeot.15.rl.002
  67. ↑ Houlsby, G. T. (2016). «Interactions in Offshore Foundation Design». Géotechnique. 66 (10): 791–825. doi:10.1680/jgeot.15.rl.001
  68. ↑ BGA 54th Rankine Lecture
  69. ↑ BGA 55th Rankine Lecture
  70. ↑ Jardine, Richard J. (2020). «Geotechnics, energy and climate change: The 56th Rankine Lecture». Géotechnique. 70: 3–59. doi:10.1680/jgeot.18.RL.001
  71. ↑ Hight, David W. (2020). «Introduction for the 56th Rankine Lecture». Géotechnique. 70: 1–2. doi:10.1680/jgeot.18.RL.002
  72. ↑ The 58th Rankine Lecture
  73. ↑ BGA 59th Rankine Lecture
  74. ↑ BGA 59th Rankine Lecture Flyer
  75. ↑ 60th Rankine Lecture